Using method of tunnel spillway pressure section bottom arch transverse slip form full-circle lining trolley

Abstract

The invention discloses a flood discharge tunnel pressure section bottom arch transverse slip form full-circle lining trolley using method, and relates to the technical field of tunnel lining. S1, a top plate moves upwards, and side plates move towards the outer side; s2, concrete is poured downwards from a hole in a bottom plate below a second embedding block, and a second vibration rod vibrates to enable the concrete to be vibrated to be uniform; and S4, the first heat conduction pipe moves outwards to enter the concrete, and the first heating rod heats the concrete, so that air in the concrete is heated to expand, and the escape speed is increased. A second embedding block moves downwards to extend into concrete, then a second vibration rod vibrates to uniformly vibrate the concrete, a first embedding block moves outwards to extend out of a side plate, then a first vibration rod vibrates the concrete, a third embedding block moves upwards to extend into the concrete at the top, and a third vibration rod vibrates the concrete; and the concrete vibration process is simpler, other tools are not needed for vibration, and the construction efficiency is improved.

Description

Technical Field

[0001] The invention relates to the technical field of tunnel lining, and in particular to a method for using a full-circle lining trolley for a flood discharge tunnel with a pressure section bottom arch and a transverse sliding formwork. Background Art

[0002] Water often flows through the spillway tunnel. When concrete lining is carried out on the inner wall of the spillway tunnel, the quality of the concrete needs to be guaranteed. Reducing the bubbles in the concrete is the key. Poor concrete quality can easily cause concrete collapse in frequent water flows.

[0003] The defects of the existing flood discharge tunnel lining vehicle are:

[0004] 1. Prior art JP2017002630A discloses a tunnel lining device and a tunnel lining method. This technology does not have a structure for vibrating concrete on the device, and other equipment is needed to vibrate the concrete. Frequent replacement of equipment is relatively troublesome and the construction efficiency is low. Therefore, a flood discharge tunnel with a pressure section bottom arch transverse sliding form full-circular lining trolley with a structure for vibrating concrete is needed to solve this problem.

[0005] 2. The prior art US4917538A discloses a tunnel lining process and equipment thereof. This technology does not have a structure that is convenient for movement inside the tunnel. The movement process of the equipment inside the tunnel is complicated and the movement efficiency is low. Therefore, a flood discharge tunnel with a pressure section bottom arch transverse sliding form full-circular lining trolley that is easy to move inside the tunnel and improves construction efficiency is needed to solve this problem.

[0006] 3. Prior art JP2012112200A discloses tunnel inner wall concrete lining equipment. This technology does not have a structure for heating concrete. The air in the concrete is inefficient to escape only through vibration. Therefore, a flood discharge tunnel with a pressure section bottom arch transverse sliding form full-circular lining trolley that can heat the concrete to accelerate the escape of air expansion is needed to solve this problem.

[0007] 4. The prior art CN114033436A discloses a full-circular needle beam lining trolley and a construction method thereof. This technology does not have a structure for cooling and dehumidifying the air. When the concrete is heated, the air becomes hot and the workers are likely to feel uncomfortable. Therefore, a flood discharge tunnel pressure section bottom arch transverse sliding formwork full-circular lining trolley that can cool and dehumidify the air is needed to solve this problem. Summary of the invention

[0008] One purpose of the present application is to provide a method for using a full-circle lining trolley with a transverse sliding formwork for a bottom arch of a pressure section of a flood discharge tunnel, which can solve the technical problems raised in the prior art.

[0009] To achieve the above object, the present invention provides the following technical solution: a method for using a full-circle lining trolley with a pressure section bottom arch and a transverse sliding formwork for a flood discharge tunnel, the method comprising the following steps:

[0010] S1, the equipment is placed inside the flood discharge tunnel, and then the hydraulic telescopic unit 2 drives the top plate to move upward, and then the hydraulic telescopic unit 1 drives the side plate to move outward;

[0011] S2, first the second mosaic block moves upward, and concrete is poured downward from the hole on the bottom plate below the second mosaic block, so as to line the bottom of the flood discharge tunnel. After the bottom lining of the flood discharge tunnel is completed, the second mosaic block moves downward and extends into the concrete, and then the second vibrating rod vibrates the concrete to vibrate evenly;

[0012] S3, then starting from the bottom, the lower interlocking block 1 is moved inward, and then concrete is poured from the holes on the side plate to the outer spillway tunnel. When the top surface of the concrete reaches the height of the hole, the lower interlocking block 1 is moved outward and extends out of the side plate, and then the vibrating rod 1 vibrates the concrete, and then the upper interlocking block 1 is moved inward, and concrete is poured from the holes in some areas of the side plate to the spillway tunnel;

[0013] S4, then the heat pipe moves outward into the concrete, and the heating rod heats the concrete, causing the air in the concrete to expand due to the heat and escape faster;

[0014] S5, then the three engaging blocks are moved downward, and concrete is poured from the holes on the top plate to the outer flood discharge tunnel. When the top plate is capped with concrete, the concrete is capped from front to back in sequence;

[0015] S6, then the interlocking block 3 moves upward and extends into the concrete at the top, the vibrating rod 3 vibrates the concrete, and the heat conducting pipe 2 moves upward to heat the concrete, so that the air in the concrete expands due to the heat and escapes faster;

[0016] S7, the atomizing nozzle sprays mist water droplets to cool down, and then fans 1 and 2 blow the water mist to the desiccant to reduce humidity;

[0017] S8, then the side plates move inward, then the top plate moves down, then the support plate moves up, then motor 1 and motor 2 are started to drive the walking frame to move backward, then the support plate moves down, then motor 1 and motor 2 are started to drive the bottom plate, side plate and top plate to move backward, thereby realizing the movement of the equipment inside the flood discharge tunnel.

[0018] Preferably, it comprises a bottom plate, a frame and a walking frame, a base plate is installed on the top of the bottom plate, a frame is installed on the top of the base plate, a plurality of hydraulic telescopic units are symmetrically installed on both sides of the frame, a side plate is installed on the output end of the hydraulic telescopic unit, a plurality of electric telescopic units are installed on one side of the side plate, a connecting rod is installed on the output end of the electric telescopic unit, and a chimeric vibration mechanism is provided at one end of the connecting rod;

[0019] A traveling frame is movably installed on the inner side of the frame, a transverse plate is installed on the top of the traveling frame, a box body is installed on the bottom of the transverse plate, and a frame body is installed on the bottom of the transverse plate.

[0020] Preferably, the interlocking vibration mechanism includes an interlocking block 1 and a vibration rod 1, one side of the interlocking block 1 is connected to one end of a connecting rod 1, and one side of the interlocking block 1 penetrates one side of a side plate, and a vibration rod 1 is installed through one side of the interlocking block 1.

[0021] Preferably, a plurality of cylinders are installed on one side of the side panel, a plurality of heat dissipation holes are opened through the outer side of the cylinder, an electric telescopic unit is installed on the inner wall of one side of the cylinder, a heat insulation board is installed on the output end of the electric telescopic unit, a heat conduction pipe is installed on one side of the heat insulation board, and one side of the heat conduction pipe runs through one side of the side panel, and a heating rod is installed on the inner wall of the heat conduction pipe.

[0022] Preferably, a plurality of electric telescopic units three are installed on the top of the base plate, a connecting rod two is installed on the output end of the electric telescopic unit three, a mosaic block two is installed on one end of the connecting rod two, the bottom of the mosaic block two passes through the bottom of the base plate, and a vibrating rod two is installed on the top of the mosaic block two.

[0023] Preferably, a plurality of hydraulic telescopic units 2 are installed on the top of the frame, a top plate is installed on the output end of the hydraulic telescopic unit 2, a plurality of electric telescopic units 4 are installed on the bottom of the top plate, a connecting rod 3 is installed on the output end of the electric telescopic unit 4, a mosaic block 3 is installed on one end of the connecting rod 3, the top of the mosaic block 3 passes through the top of the top plate, and a vibrating rod 3 is installed on the bottom of the mosaic block 3.

[0024] Preferably, a plurality of cylinders 2 are installed at the bottom of the top plate, a plurality of heat dissipation holes 2 are opened through the outer side of the cylinders 2, an electric telescopic unit 5 is installed on the bottom inner wall of the cylinders 2, a heat insulation board 2 is installed at the output end of the electric telescopic unit 5, a heat conducting pipe 2 is installed on the top of the heat insulation board 2, and the top of the heat conducting pipe 2 passes through the top of the top plate, and a heating rod 2 is installed on the inner wall of the heat conducting pipe 2.

[0025] Preferably, a plurality of rotating rods are installed through the inner side of the frame, and the plurality of rotating rods are respectively located above and below the frame, a motor 1 is installed on the top of the horizontal plate, a winding disk 1 is installed on the output end of the motor 1, a steel wire rope 1 is installed on the outer side of the winding disk 1, and one end of the steel wire rope 1 is connected to the front side of the frame, a motor 2 is installed on the top of the horizontal plate, a winding disk 2 is installed on the output end of the motor 2, a steel wire rope 2 is installed on the outer side of the winding disk 2, and one end of the steel wire rope 2 is connected to the back side of the frame.

[0026] Preferably, a plurality of ladders are installed on one side of the traveling frame, a plurality of hydraulic telescopic units three are symmetrically installed on the front and back sides of the traveling frame, and a support plate is installed at the output end of the hydraulic telescopic unit three.

[0027] Preferably, a fan 1 is installed at the bottom of the box, a solenoid valve is installed at the bottom output end of the box, a water pump is installed at the output end of the solenoid valve, an atomizing nozzle is installed at the output end of the water pump, a fan 2 is installed on the top inner wall of the frame, a grid frame is installed inside the frame, and a desiccant is installed inside the grid frame.

[0028] Compared with the prior art, the present invention has the following beneficial effects:

[0029] 1. In the present invention, the second interlocking block moves downward and extends into the concrete, and then the second vibrating rod vibrates the concrete to vibrate it evenly. The first interlocking block moves outward and extends out of the side plate, and then the first vibrating rod vibrates the concrete. The third interlocking block moves upward and extends into the concrete at the top, and the third vibrating rod vibrates the concrete. The process of vibrating the concrete is simpler, and there is no need to use other tools for vibration, thereby improving construction efficiency.

[0030] 2. The present invention moves the side panels inward and then moves the top panel downward, and by moving the traveling frame backward, after the traveling frame is fixed, the side panels, top panel and bottom panel can be conveniently moved backward, thereby realizing continuous use of the side panels, top panel and bottom panel to line the spillway tunnel, and the construction efficiency is high.

[0031] 3. In the present invention, heat pipe 1 moves outward into the concrete, heating rod 1 heats the concrete, causing the air in the concrete to expand due to the heat and escape faster, and heat pipe 2 moves upward to heat the concrete, causing the air in the concrete to expand due to the heat and escape faster, thereby accelerating the escape rate of the air in the concrete and making it easier for the air in the concrete to escape, thereby improving the quality of the concrete and reducing the number of bubbles in the concrete.

[0032] 4. The atomizing nozzle of the present invention sprays mist water droplets to cool down, thereby reducing the feeling of heat caused by heating of concrete. At the same time, fan 1 and fan 2 blow water mist to the desiccant to reduce humidity and reduce air humidity, thereby reducing the erosion of moisture to the equipment. BRIEF DESCRIPTION OF THE DRAWINGS

[0033] Figure 1 A perspective view of the present invention;

[0034] Figure 2 It is a schematic diagram of the framework structure of the present invention;

[0035] Figure 3 It is a schematic diagram of the structure of B of the present invention;

[0036] Figure 4 It is a schematic diagram of the bottom plate, side plate and top plate structure of the present invention;

[0037] Figure 5 It is a schematic diagram of the structure of A of the present invention;

[0038] Figure 6 It is a schematic diagram of the structure of C of the present invention;

[0039] Figure 7 It is a schematic diagram of the horizontal plate structure of the present invention;

[0040] Figure 8 It is a schematic diagram of the box structure of the present invention;

[0041] Fig. 9 It is a schematic diagram of the frame structure of the present invention;

[0042] Fig.10 The figure is a flow chart of the method for using the present invention.

[0043] In the figure: 1, bottom plate; 2, base plate; 3, frame; 4, hydraulic telescopic unit 1; 5, side plate; 6, electric telescopic unit 1; 7, connecting rod 1; 8, interlocking block 1; 9, vibrating rod 1; 10, cylinder 1; 11, heat dissipation hole 1; 12, electric telescopic unit 2; 13, heat insulation board 1; 14, heat pipe 1; 15, heating rod 1; 16, electric telescopic unit 3; 17, connecting rod 2; 18, interlocking block 2; 19, vibrating rod 2; 20, hydraulic telescopic unit 2; 21, top plate; 22, electric telescopic unit 4; 23, connecting rod 3; 24, interlocking block 3; 25, vibrating rod 3 ; 26. Cylinder body 2; 27. Heat dissipation hole 2; 28. Electric telescopic unit 5; 29. ​​Heat insulation board 2; 30. Heat pipe 2; 31. Heating rod 2; 32. Rotating rod; 33. Horizontal plate; 34. Motor 1; 35. Winding reel 1; 36. Wire rope 1; 37. Motor 2; 38. Winding reel 2; 39. Wire rope 2; 40. Traveling frame; 41. Ladder; 42. Hydraulic telescopic unit 3; 43. Support plate; 44. Box; 45. Fan 1; 46. Solenoid valve; 47. Water pump; 48. Atomizing nozzle; 49. Frame; 50. Fan 2; 51. Grid frame; 52. Desiccant. DETAILED DESCRIPTION

[0044] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0045] In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "two ends", "one end", "the other end" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, the terms "first" and "second" are used for descriptive purposes only and cannot be understood as indicating or implying relative importance.

[0046] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "provided with", "connected", etc. should be understood in a broad sense. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0047] The method of using the transverse sliding form full-circle lining trolley for the bottom arch of the pressure section of the flood discharge tunnel includes the following steps:

[0048] S1, the device is placed inside the flood discharge tunnel, and then the hydraulic telescopic unit 20 drives the top plate 21 to move upward, and then the hydraulic telescopic unit 1 4 drives the side plate 5 to move outward;

[0049] S2, first the second interlocking block 18 is moved upward, and concrete is poured downward from the hole on the bottom plate 1 below the second interlocking block 18, so as to line the bottom of the flood discharge tunnel. After the bottom lining of the flood discharge tunnel is completed, the second interlocking block 18 is moved downward and extended into the concrete, and then the second vibrating rod 19 is vibrated to vibrate the concrete evenly;

[0050] S3, then starting from the bottom, the lower interlocking block 8 is moved inward, and then concrete is poured from the hole on the side plate 5 to the outer flood discharge tunnel. When the top surface of the concrete reaches the height of the hole, the lower interlocking block 8 is moved outward and extended out of the side plate 5, and then the vibrating rod 9 vibrates the concrete, and then the upper interlocking block 8 is moved inward, and the concrete is continued to be poured from the holes in the upper part of the side plate 5 to the flood discharge tunnel;

[0051] S4, then the heat pipe 14 moves outward into the concrete, and the heating rod 15 heats the concrete, causing the air in the concrete to expand due to the heat and escape faster;

[0052] S5, then the engaging block 3 24 is moved downward, and concrete is poured from the hole on the top plate 21 to the outer flood discharge tunnel. When the concrete capping is performed on the top plate 21, the concrete capping is performed sequentially from front to back;

[0053] S6, then the engaging block 3 24 moves upward and extends into the top concrete, the vibrating rod 3 25 vibrates the concrete, and the heat conducting pipe 2 30 moves upward to heat the concrete, so that the air in the concrete expands due to the heat and escapes faster;

[0054] S7, the atomizing nozzle 48 sprays mist water droplets to reduce the temperature, and then the fan 1 45 and the fan 2 50 blow the water mist to the desiccant 52 to reduce humidity;

[0055] S8, then the side plate 5 moves inward, then the top plate 21 moves down, then the support plate 43 moves up, then the motor 1 34 and the motor 2 37 start to drive the walking frame 40 to move backward, then the support plate 43 moves down, then the motor 1 34 and the motor 2 37 start to drive the bottom plate 1, the side plate 5 and the top plate 21 to move backward, thereby realizing the movement of the equipment inside the flood discharge tunnel.

[0056] See also Figure 1 , Figure 2 , Figure 4 and Figure 5 , an embodiment provided by the present invention: a flood discharge tunnel with a pressure section bottom arch transverse sliding form full-circle lining trolley;

[0057] It includes a bottom plate 1, a base plate 2 and an interlocking vibration mechanism. The base plate 2 is installed on the top of the bottom plate 1, and the frame 3 is installed on the top of the base plate 2. Multiple hydraulic telescopic units 4 are symmetrically installed on both sides of the frame 3. The output end of the hydraulic telescopic unit 4 is installed with a side plate 5, and one side of the side plate 5 is installed with multiple electric telescopic units 6. The output end of the electric telescopic unit 6 is installed with a connecting rod 7, and one end of the connecting rod 7 is provided with an interlocking vibration mechanism. The interlocking vibration mechanism includes an interlocking block 8 and a vibration rod 9. One side of the interlocking block 8 is connected to one end of the connecting rod 7, and one side of the interlocking block 8 penetrates one side of the side plate 5. The vibration rod 9 is installed on one side of the interlocking block 8. The bottom plate 1 can provide an installation position for other components of the equipment. At the same time, the bottom plate 1 can provide a limiting space for the concrete between the flood discharge tunnel and the bottom plate 1. 2 can provide an installation position for the frame 3, the frame 3 can provide a guide for the walking frame 40, the hydraulic telescopic unit 4 is a hydraulic cylinder, which can convert hydraulic energy into kinetic energy, thereby driving the side plate 5 to move left and right, and the side plate 5 can provide support for the concrete between the side plate 5 and the flood discharge tunnel, the electric telescopic unit 6 is an electric telescopic rod, which can convert electrical energy into kinetic energy, thereby driving the connecting rod 7 and the embedded block 8 to move left and right, and the connecting rod 7 plays a role in connecting the output end of the electric telescopic unit 6 and the embedded block 8. The embedded block 8 can prevent the concrete on the outside of the side plate 5 from entering the inside of the side plate 5 by inserting it into the hole of the side plate 5. The vibration rod 9 can convert electrical energy into kinetic energy, thereby generating a vibration that drives the embedded block 8 to vibrate, and the embedded block 8 can vibrate the concrete through vibration, so that the concrete is vibrated evenly.

[0058] See also Figure 1 , Figure 2 , Figure 7 , Figure 8 and Fig. 9 , an embodiment provided by the present invention: a flood discharge tunnel with a pressure section bottom arch transverse sliding form full-circle lining trolley;

[0059] The present invention comprises a walking frame 40, a box body 44 and a frame body 49. The walking frame 40 is movably installed on the inner side of the frame 3. The top of the walking frame 40 is installed with a horizontal plate 33. The bottom of the horizontal plate 33 is installed with a box body 44. The bottom of the box body 44 is installed with a fan 1 45. The bottom output end of the box body 44 is installed with a solenoid valve 46. The output end of the solenoid valve 46 is installed with a water pump 47. The output end of the water pump 47 is installed with an atomizing nozzle 48. The bottom of the horizontal plate 33 is installed with a frame body 49. The top inner wall of the frame body 49 is installed with a grid frame 51. The inside of the grid frame 51 is installed with a desiccant 52. The walking frame 40 can move forward and backward inside the frame 3, so as to facilitate the forward and backward movement of the device. The horizontal plate 33 can provide an installation position for the motor 1 34 and the motor 2 37. The box body 4 4 can store water, the fan 1 45 can convert electrical energy into kinetic energy, thereby accelerating the flow of air, and then the water mist sprayed by the atomizing nozzle 48 is blown to the rear, the solenoid valve 46 can control the water inside the box 44 to enter the water pump 47, the water pump 47 can convert electrical energy into kinetic energy, thereby sucking the water inside the box 44 into the atomizing nozzle 48, the atomizing nozzle 48 can spray water mist, and then cool the air, the frame 49 can provide an installation position for the fan 2 50 and the grid frame 51, the fan 2 50 can convert electrical energy into kinetic energy, thereby accelerating the flow of air, so that the water mist in the air quickly enters the desiccant 52 and is absorbed by the desiccant 52, the desiccant 52 is a silica gel desiccant, which can absorb the water mist in the air, and the grid frame 51 can provide a storage space for the desiccant 52.

[0060] See also Figure 1 , Figure 4 and Figure 5 , an embodiment provided by the present invention: a flood discharge tunnel with a pressure section bottom arch transverse sliding form full-circle lining trolley;

[0061] The invention comprises a cylinder 10, a plurality of cylinders 10 are installed on one side of the side plate 5, a plurality of heat dissipation holes 11 are opened through the outer side of the cylinder 10, an electric telescopic unit 2 12 is installed on the inner wall of one side of the cylinder 10, a heat insulation board 13 is installed on the output end of the electric telescopic unit 2 12, a heat conduction pipe 14 is installed on one side of the heat insulation board 13, and one side of the heat conduction pipe 14 passes through one side of the side plate 5, a heating rod 15 is installed on the inner wall of the heat conduction pipe 14, the cylinder 10 can provide an installation position for the electric telescopic unit 2 12, and the heat dissipation holes 11 can be installed. A path is provided for the hot air inside the cylinder 10 to be discharged. The electric telescopic unit 12 is an electric telescopic rod, which can convert electrical energy into kinetic energy, thereby driving the insulation board 13 to move left and right. The insulation board 13 can drive the heat pipe 14 to move left and right by moving left and right. The insulation board 13 can prevent the heat of the heat pipe 14 from being transferred to the electric telescopic unit 12. The heat pipe 14 can transfer the heat generated by the heating rod 15 to the concrete, so that the air in the concrete expands due to the heat and escapes faster. The heating rod 15 can convert electrical energy into thermal energy.

[0062] See also Figure 1 , Figure 2 , Figure 3 and Figure 4 , an embodiment provided by the present invention: a flood discharge tunnel with a pressure section bottom arch transverse sliding form full-circle lining trolley;

[0063] It includes an electric telescopic unit three 16, and multiple electric telescopic units three 16 are installed on the top of the base plate 1. A connecting rod two 17 is installed on the output end of the electric telescopic unit three 16, and a mosaic block two 18 is installed on one end of the connecting rod two 17. The bottom of the mosaic block two 18 passes through the bottom of the base plate 1, and a vibrating rod two 19 is installed on the top of the mosaic block two 18. The electric telescopic unit three 16 is an electric telescopic rod, which can convert electrical energy into kinetic energy, thereby driving the connecting rod two 17 to move up and down. The connecting rod two 17 can drive the mosaic block two 18 to move up and down by moving up and down. The mosaic block two 18 can block the holes on the base plate 1 to prevent the concrete under the base plate 1 from entering the upper part. The mosaic block two 18 can also extend downward into the concrete under the base plate 1. The vibrating rod two 19 can convert electrical energy into kinetic energy, thereby driving the mosaic block two 18 to vibrate, so that the concrete is vibrated evenly.

[0064] See also Figure 1 , Figure 4 and Figure 6 , an embodiment provided by the present invention: a flood discharge tunnel with a pressure section bottom arch transverse sliding form full-circle lining trolley;

[0065] The frame 3 includes a hydraulic telescopic unit 20, a plurality of hydraulic telescopic units 20 are installed on the top of the frame 3, a top plate 21 is installed on the output end of the hydraulic telescopic unit 20, a plurality of electric telescopic units 22 are installed on the bottom of the top plate 21, a connecting rod 3 23 is installed on the output end of the electric telescopic unit 22, a fitting block 3 24 is installed on one end of the connecting rod 3 23, the top of the fitting block 3 24 passes through the top of the top plate 21, and a vibrating rod 3 25 is installed on the bottom of the fitting block 3 24. The hydraulic telescopic unit 20 is a hydraulic cylinder that can convert electrical energy into kinetic energy, thereby driving the top plate 21 to move upward. The top plate 21 can support the concrete between the top plate 21 and the flood discharge tunnel. The electric telescopic unit four 22 is an electric telescopic rod, which can convert electrical energy into kinetic energy, thereby driving the connecting rod three 23 to move up and down. The connecting rod three 23 can drive the mosaic block three 24 to move up and down by moving up and down. The mosaic block three 24 can cover the holes on the top plate 21 by moving upward. The vibrating rod three 25 can convert electrical energy into kinetic energy, thereby driving the mosaic block three 24 to vibrate, so that the mosaic block three 24 extending upward into the concrete can vibrate the concrete and make the concrete evenly vibrated.

[0066] See also Figure 1 , Figure 4 and Figure 6 , an embodiment provided by the present invention: a flood discharge tunnel with a pressure section bottom arch transverse sliding form full-circle lining trolley;

[0067] The present invention comprises a cylinder 26, a plurality of cylinders 26 are installed at the bottom of the top plate 21, a plurality of heat dissipation holes 27 are opened through the outer side of the cylinder 26, an electric telescopic unit 5 28 is installed on the inner wall of the bottom of the cylinder 26, a heat insulation board 29 is installed at the output end of the electric telescopic unit 5 28, a heat conduction pipe 2 30 is installed on the top of the heat insulation board 29, and the top of the heat conduction pipe 2 30 passes through the top of the top plate 21, and a heating rod 2 31 is installed on the inner wall of the heat conduction pipe 2 30, and the cylinder 26 can provide an installation position for the electric telescopic unit 5 28, and at the same time, a heating rod 2 31 is installed on the inner wall of the heat conduction pipe 2 The second 30 provides a storage space, the heat dissipation hole 27 can provide a path for the hot air in the cylinder 26 to be discharged, the electric telescopic unit 5 28 is an electric telescopic rod, which can convert electrical energy into kinetic energy, thereby driving the insulation board 29 and the heat-conducting pipe 230 to move up and down, the insulation board 29 can prevent the heat of the heat-conducting pipe 230 from being transferred to the electric telescopic unit 5 28, the heat-conducting pipe 230 can transfer the heat of the heating rod 231 to the concrete, thereby heating the concrete, causing the air in the concrete to expand due to the heat and escape faster, and the heating rod 231 can convert electrical energy into thermal energy.

[0068] See also Figure 1 and Figure 2 , an embodiment provided by the present invention: a flood discharge tunnel with a pressure section bottom arch transverse sliding form full-circle lining trolley;

[0069] The frame 3 comprises a rotating rod 32, a motor 1 34 and a motor 2 37. A plurality of rotating rods 32 are installed on the inner side of the frame 3, and the plurality of rotating rods 32 are respectively located above and below the frame 3. A motor 1 34 is installed on the top of the cross plate 33. A winding disk 1 35 is installed on the output end of the motor 1 34. A steel wire rope 1 36 is installed on the outer side of the winding disk 1 35, and one end of the steel wire rope 1 36 is connected to the front side of the frame 3. A motor 2 37 is installed on the top of the cross plate 33. A winding disk 2 38 is installed on the output end of the motor 2 37. A steel wire rope 2 39 is installed on the outer side of the winding disk 2 38, and one end of the steel wire rope 2 39 is connected to the back side of the frame 3. The rotating rod 32 can rotate, thereby reducing the friction of the traveling frame 40 moving on the inner side of the frame 3. The motor 1 34 can convert electrical energy into kinetic energy, thereby driving the winding drum 1 35 to rotate. The winding drum 1 35 can reel in and unreel the wire rope 1 36 by rotating. The wire rope 1 36 can pull the traveling frame 40, so that the traveling frame 40 can move forward and backward. The motor 2 37 can convert electrical energy into kinetic energy, thereby driving the winding drum 2 38 to rotate. The winding drum 2 38 can reel in and unreel the wire rope 2 39 by rotating. The wire rope 2 39 can pull the traveling frame 40, so that the traveling frame 40 can move forward and backward.

[0070] See also Figure 1 and Figure 2 , an embodiment provided by the present invention: a flood discharge tunnel with a pressure section bottom arch transverse sliding form full-circle lining trolley;

[0071] It includes a ladder 41 and a hydraulic telescopic unit three 42. Multiple ladders 41 are installed on one side of the walking frame 40. Multiple hydraulic telescopic units three 42 are symmetrically installed on the front and back of the walking frame 40. A support plate 43 is installed at the output end of the hydraulic telescopic unit three 42. The ladder 41 can facilitate personnel to move up to the cross plate 33. The hydraulic telescopic unit three 42 is a hydraulic cylinder, which can convert hydraulic energy into kinetic energy, thereby driving the support plate 43 to move up and down. The support plate 43 can provide support to the walking frame 40 by moving downward.

[0072] Working principle: Before using the full-circle lining trolley with a pressure section bottom arch and horizontal sliding formwork for the spillway tunnel, you should first check whether there are any problems that affect the use of the full-circle lining trolley with a pressure section bottom arch and horizontal sliding formwork for the spillway tunnel. Place the equipment inside the spillway tunnel, and then the hydraulic telescopic unit 20 drives the top plate 21 to move upward, and then the hydraulic telescopic unit 14 drives the side plate 5 to move outward. First, the mosaic block 21 moves upward, and the concrete is poured downward from the hole on the bottom plate 1 under the mosaic block 218, so as to line the bottom of the spillway tunnel. After the lining is completed, the interlocking block 18 moves downward and extends into the concrete, and then the vibrating rod 19 vibrates the concrete to vibrate it evenly, and then the interlocking block 8 below is moved inward from the bottom, and then the concrete is poured from the hole on the side plate 5 to the outer spillway. When the top surface of the concrete reaches the height of the hole, the interlocking block 8 below is moved outward and extends out of the side plate 5, and then the vibrating rod 9 vibrates the concrete, and then the interlocking block 8 above is moved inward, and the concrete is poured from the holes in the upper part of the side plate 5 to the spillway. The heat pipe 14 then moves outwards into the concrete, the heating rod 15 heats the concrete, causing the air in the concrete to expand due to the heat and escape faster, then the engaging block 3 24 moves downwards, pouring the concrete from the hole on the top plate 21 to the outer flood discharge tunnel, when the concrete is capped on the top plate 21, the concrete is capped from front to back in sequence, then the engaging block 3 24 moves upwards into the concrete on the top, the vibrating rod 3 25 vibrates the concrete, the heat pipe 2 30 moves upwards to heat the concrete, and the concrete is capped. The air in the concrete expands due to heat and escapes faster, and the atomizing nozzle 48 sprays mist water droplets to cool it down, and then the fan 45 and the fan 2 50 blow the water mist to the desiccant 52 for dehumidification, and then the side plate 5 moves inward, and then the top plate 21 moves down, and then the support plate 43 moves up, and then the motor 1 34 and the motor 2 37 start to drive the walking frame 40 to move backward, and then the support plate 43 moves down, and then the motor 1 34 and the motor 2 37 start to drive the bottom plate 1, the side plate 5 and the top plate 21 to move backward, thereby realizing the movement of the equipment inside the flood discharge tunnel.

[0073] It is obvious to those skilled in the art that the present invention is not limited to the details of the exemplary embodiments described above, and that the present invention can be implemented in other specific forms without departing from the spirit or essential features of the present invention. Therefore, from all points of view, the embodiments should be regarded as exemplary and non-restrictive, and the scope of the present invention is defined by the appended claims rather than the above description, and it is intended that all changes falling within the meaning and scope of the equivalent elements of the claims are included in the present invention, and any reference signs in the claims should not be regarded as limiting the rights involved.

Claims

1. A method for using a full-circle lining trolley for a transverse sliding formwork of a flood discharge tunnel with a pressure section bottom arch, characterized in that: The method for using the flood discharge tunnel pressure section bottom arch transverse sliding form full-circle lining trolley comprises the following steps: S1, the device is placed inside the flood discharge tunnel, and then the hydraulic telescopic unit 2 (20) drives the top plate (21) to move upward, and then the hydraulic telescopic unit 1 (4) drives the side plate (5) to move outward; S2, first the second engaging block (18) is moved upwards, and concrete is poured downwards from the hole on the bottom plate (1) below the second engaging block (18), so as to line the bottom of the flood discharge tunnel. After the bottom lining of the flood discharge tunnel is completed, the second engaging block (18) is moved downwards and extended into the concrete, and then the second vibrating rod (19) is vibrated to vibrate the concrete evenly; S3, then starting from the bottom, the lower interlocking block (8) is moved inward, and then concrete is poured from the holes on the side plate (5) to the outer spillway. When the top surface of the concrete reaches the height of the hole, the lower interlocking block (8) is moved outward and extends out of the side plate (5), and then the vibrating rod (9) vibrates the concrete, and then the upper interlocking block (8) is moved inward, and the concrete is poured from the holes in the upper part of the side plate (5) to the spillway. S4, the heat conducting pipe 1 (14) then moves outward into the concrete, and the heating rod 1 (15) heats the concrete, causing the air in the concrete to expand due to the heat and escape faster; S5, then the engaging block 3 (24) is moved downward, and concrete is poured from the holes on the top plate (21) to the outer flood discharge tunnel. When the top plate (21) is capped with concrete, the concrete is capped from front to back in sequence; S6, then the engaging block 3 (24) moves upward and extends into the concrete at the top, the vibrating rod 3 (25) vibrates the concrete, and the heat conducting pipe 2 (30) moves upward to heat the concrete, so that the air in the concrete expands due to the heat and escapes faster; S7, the atomizing nozzle (48) sprays mist water droplets to reduce the temperature, and then the fan 1 (45) and the fan 2 (50) blow the water mist to the desiccant (52) to reduce the humidity; S8, then the side plate (5) moves inward, then the top plate (21) moves downward, then the support plate (43) moves upward, then the motor 1 (34) and the motor 2 (37) start to drive the walking frame (40) to move backward, then the support plate (43) moves downward, then the motor 1 (34) and the motor 2 (37) start to drive the bottom plate (1), the side plate (5) and the top plate (21) to move backward, thereby realizing the movement of the device inside the flood discharge tunnel.

2. A flood discharge tunnel with a pressure section bottom arch transverse sliding form full-circle lining trolley, characterized by: It comprises a bottom plate (1), a frame (3) and a walking frame (40), wherein a base plate (2) is installed on the top of the bottom plate (1), a frame (3) is installed on the top of the base plate (2), a plurality of hydraulic telescopic units (4) are symmetrically installed on both sides of the frame (3), a side plate (5) is installed at the output end of the hydraulic telescopic unit (4), a plurality of electric telescopic units (6) are installed on one side of the side plate (5), a connecting rod (7) is installed at the output end of the electric telescopic unit (6), and a chimeric vibration mechanism is provided at one end of the connecting rod (7); A traveling frame (40) is movably mounted on the inner side of the frame (3), a transverse plate (33) is mounted on the top of the traveling frame (40), a box (44) is mounted on the bottom of the transverse plate (33), and a frame (49) is mounted on the bottom of the transverse plate (33).

3. A flood discharge tunnel pressure section bottom arch transverse sliding form full-circle lining trolley according to claim 2, characterized in that: The interlocking vibration mechanism comprises an interlocking block (8) and a vibration rod (9), one side of the interlocking block (8) is connected to one end of a connecting rod (7), and one side of the interlocking block (8) penetrates one side of a side plate (5), and a vibration rod (9) is installed through one side of the interlocking block (8).

4. A flood discharge tunnel pressure section bottom arch transverse sliding form full-circle lining trolley according to claim 2, characterized in that: A plurality of cylinders (10) are installed on one side of the side plate (5), and a plurality of heat dissipation holes (11) are opened through the outer side of the cylinder (10), and an electric telescopic unit (12) is installed on the inner wall of one side of the cylinder (10), and a heat insulation board (13) is installed on the output end of the electric telescopic unit (12), and a heat conduction pipe (14) is installed on one side of the heat insulation board (13), and one side of the heat conduction pipe (14) passes through one side of the side plate (5), and a heating rod (15) is installed on the inner wall of the heat conduction pipe (14).

5. The flood discharge tunnel pressure section bottom arch transverse sliding form full-circle lining trolley according to claim 2, characterized in that: A plurality of electric telescopic units three (16) are installed on the top of the base plate (1), a connecting rod two (17) is installed on the output end of the electric telescopic unit three (16), a chimeric block two (18) is installed on one end of the connecting rod two (17), the bottom of the chimeric block two (18) passes through the bottom of the base plate (1), and a vibrating rod two (19) is installed on the top of the chimeric block two (18).

6. The flood discharge tunnel pressure section bottom arch transverse sliding form full-circle lining trolley according to claim 2, characterized in that: A plurality of hydraulic telescopic units 2 (20) are installed on the top of the frame (3); a top plate (21) is installed on the output end of the hydraulic telescopic unit 2 (20); a plurality of electric telescopic units 4 (22) are installed on the bottom of the top plate (21); a connecting rod 3 (23) is installed on the output end of the electric telescopic unit 4 (22); a chimeric block 3 (24) is installed on one end of the connecting rod 3 (23); the top of the chimeric block 3 (24) passes through the top of the top plate (21); and a vibrating rod 3 (25) is installed on the bottom of the chimeric block 3 (24).

7. A flood discharge tunnel pressure section bottom arch transverse sliding form full-circle lining trolley according to claim 6, characterized in that: A plurality of cylinders (26) are installed at the bottom of the top plate (21), and a plurality of heat dissipation holes (27) are opened through the outer side of the cylinders (26). An electric telescopic unit (5) (28) is installed on the inner wall of the bottom of the cylinders (26). An insulation board (29) is installed at the output end of the electric telescopic unit (5) (28). A heat conduction pipe (30) is installed on the top of the insulation board (29), and the top of the heat conduction pipe (30) passes through the top of the top plate (21). A heating rod (31) is installed on the inner wall of the heat conduction pipe (30).

8. The flood discharge tunnel pressure section bottom arch transverse sliding form full-circle lining trolley according to claim 2, characterized in that: A plurality of rotating rods (32) are installed through the inner side of the frame (3), and the plurality of rotating rods (32) are respectively located above and below the frame (3); a motor (34) is installed on the top of the transverse plate (33); a winding disk (35) is installed on the output end of the motor (34); a steel wire rope (36) is installed on the outer side of the winding disk (35); and one end of the steel wire rope (36) is connected to the front side of the frame (3); a motor (37) is installed on the top of the transverse plate (33); a winding disk (38) is installed on the output end of the motor (37); a steel wire rope (39) is installed on the outer side of the winding disk (38); and one end of the steel wire rope (39) is connected to the back side of the frame (3).

9. The flood discharge tunnel pressure section bottom arch transverse sliding form full-circle lining trolley according to claim 2, characterized in that: A plurality of ladders (41) are installed on one side of the traveling frame (40), a plurality of hydraulic telescopic units (42) are symmetrically installed on the front and back sides of the traveling frame (40), and a support plate (43) is installed at the output end of the hydraulic telescopic unit (42).

10. The flood discharge tunnel pressure section bottom arch transverse sliding form full-circle lining trolley according to claim 2, characterized in that: A fan 1 (45) is installed at the bottom of the box (44), a solenoid valve (46) is installed at the output end of the bottom of the box (44), a water pump (47) is installed at the output end of the solenoid valve (46), an atomizing nozzle (48) is installed at the output end of the water pump (47), a fan 2 (50) is installed on the top inner wall of the frame (49), a grid frame (51) is installed inside the frame (49), and a desiccant (52) is installed inside the grid frame (51).

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